SF30 Amendment (1)_QA_extend.pdf
PDF 6 MB Posted
- Solicitation number
- 19SA4026R0010-0001
- Issued by
-
Department of State
About this file
This document is an Amendment of Solicitation/Modification of Contract issued by the American Consulate General Jeddah. Amendment Number 0001 was issued on August 11, 2026, with an effective date of August 11, 2026, and is designated as Amendment of Solicitation Number 19SA4026R0010. The contracting officer is Steven Workoff, and the document was signed on an unspecified date in 2026.
The amendment addresses four specific modifications to the original solicitation: (1) addition of a Questions & Answers section; (2) inclusion of a modified design incorporating interlock pavers for the LES (Lease Entrance System) zone; (3) correction of the site visit date to July 27, 2026; and (4) extension of the closing date to August 18, 2026. The Questions & Answers section clarifies specifications for interlock installation, warning pad materials (Detectable Warning Mat measuring 60 x 120 cm in yellow color), and painting or supply specifications for walkway materials (1.0 x 2.0 meters or larger). The amendment includes technical drawings and a photograph of a yellow detectable warning pad showing the required specifications. All other terms and conditions of the original solicitation remain unchanged and in full force and effect.
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Text version
SBU - CONTRACTING AND ACQUISITIONS
Slope
Slope
FUTURE PARKING
1.105
DRIN
0.713
MNH
0.728
MNH
0.707
LIGHTING
0.851
MNH
0.631
WALKWAY
0.635
WALKWAY
0.646
LIGHTING
0.633
WALKWAY
0.682
LIGHTING
0.637
WALKWAY
0.624
WALKWAY
0.596
WALKWAY
0.699
WALKWAY
0.696
WALKWAY
0.693
WALKWAY
0.717
WALKWAY
0.724
WALKWAY
0.782
WALKWAY
0.835
WALKWAY
0.848
WALKWAY
0.705
TIL
0.861
TIL
0.830
TIL
0.621
TIL
0.727
WALKWAY
0.828
LIGHTING
0.817
LIGHTING
0.610
WALKWAY
0.643
WALKWAY
0.655
WALKWAY
0.581
MNH
0.681
MNH
0.846
LIGHTING
0.839
LIGHTING
0.851
FFL
0.843
WALKWAY
0.835
WALKWAY
0.848
WALKWAY
-0.063
MNH
2.010
BUL
3.303
FFL
1.115
FFL
1.085
WALKWAY
1.078
FFL
1.080
FFL
1.102
FFL
1.110
FFL
1.080
WALKWAY
0.925
WALKWAY
0.966
WALKWAY
0.202
WALKWAY
-0.963
WALKWAY
-0.953
WALKWAY-0.978
WALKWAY
-1.027
WALKWAY
-0.995
WALKWAY-1.219
WALKWAY
-1.272
WALKWAY
-1.061
WALKWAY
-1.084
WALKWAY
-1.330
ASPHALT
-1.329
GR
-0.824
FFL
-1.251
ASPHALT
-1.457
GR
-0.857
FFL
-1.253
ASPHALT
-1.349
FFL
-0.842
FFL
-1.247
ASPHALT
-1.233
GR
-0.849
FFL
-0.963
WALKWAY
-0.955
WALKWAY
-1.235
WALKWAY
-1.165
WALKWAY
1.078
FFL
A
B
D
C
1% Slope
1% Slope
1% Slope
1% S lo pe
1% S lo pe
1% S lo pe
1% S lo pe
1% S lo pe
1% S lo pe
1% S lo pe
1% S lo pe
1% S lo pe
1% S lo pe
1% Slope
1% Slope
Sl op e
Slope
B
Warning Pad
Existing Track
ZONE-1
By SDA Building
ZONE-2
By Utility Building
ZONE-3
By NOB Building
ZONE-4
By LES Parking
Detail-A1(TYP)
Detail-A2(TYP)
Detail-A1(TYP)
Detail-A2(TYP)
Detail-A1(TYP)
Detail-A2(TYP)
Slope
Slope50mm Water Drain Pipe (TYP)
E,N,E
E,N,E
E,N,E
E,N,E E,N,E
E,N,E
E,N,E
E,N,E
E,N,E
E,N,E
E,N,E
E,N,E
E,N,E interlock tile Side Walk interlock tile Yellow color interlock tile
Gray color
Existing Building
1.70M
0.25
0.1
SECTION-A
Compacted soil
Concrete slab Existing Track Aggregate
Aggregate
0.2
0.25
0.2
0.5MVaries
0.1
0.1
0.1
Lean Concrete
T12@150 Both Ways
Smooth Finish 10cm Wide
(TYP)
Smooth Finish 10cm Wide
(TYP)
Broom Finish
(TYP)
Slope
50mm Water Drain Pipe
T12@150 Both Ways
1.50M / 1.85M
0.2 5 0.1
SECTION-B
Concrete slab
0.2
Compacted soil Compacted soil
Compacted soil Lean Concrete
0.25 0.25
0.1
0.1
0.1
Smooth Finish 10cm Wide (TYP)Smooth Finish 10cm Wide
(TYP)
Broom Finish
(TYP)
Existing Compacted Curb Stone
T12@150 Both Ways 1.50M
0.1
SECTION-C
Compacted soil
Concrete slab
Existing Ground Beam
Sealant
Backing Rod Filler Board
Lean Concrete
Compacted soil
Smooth Finish 10cm Wide (TYP)Smooth Finish 10cm Wide
(TYP)
Broom Finish
(TYP)
Asphalt Level
Curb Stone1.20M
0.1 8 0.0
SECTION-D
Compacted soil interlock tile
Va rie s
3.0M (Verify)
Aggregate
(See Plan)
Parking
0.1
Sand bedding
Asphalt Level Curb Stone (Gray color) interlock tile (Yellow color) interlock tile (Yellow color)
0.80M0.2 0.2
Lean Concrete
Sealant
Backing Rod Filler Board
DETAIL -A1
Expansion Joint
DETAIL -A2
(3x30)mm @3000mm c/c
Contraction Joint (saw cut) TITLE:
CONTRACTOR:
PROJECT:
STATUS:
CLIENT:
KEYPLAN:
Site Survey
19/04/26For Approve 00 EWF
EWFSWA06.08.20261:100
0288 001 01
Design and Engineering Services Sidewalk
U.S. Consulate General Jeddah
Scale 1:500
Scale 1:10
Scale 1:10
Scale 1:10
Scale 1:10
Scale 1:5Scale 1:5
| SF-30 Amendment - Q&A + extend |
| Updated drawings |
| GSCCO_DESPSW-DWG_01-01 - Site Survey & Design Drawing |
| Sheets |
| Layout1 (2) |
Pad
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